Use of Probabilistic Numerical Modeling to Evaluate the Effect of Geomechanical Parameter Variability on the Probability of Open-Stope Failure: A Case Study of the Niobec Mine, Quebec (Canada)

Abdellah W. (2013). Geotechnical risk assessment of mine haulage drifts during the life of a mine plan. Ph.D. thesis, McGill University, Montreal, Canada

Abdellah W, Mitri HS, Thibodeau D, Moreau-verlaan L (2014a) Stability of mine development intersections—a probabilistic analysis approach. Can Geotech J 51(2):184–195

Abdellah W, Raju GD, Mitri HS, Thibodeau D (2014b) Stability of underground mine development intersections during the life of a mine plan. Int J Rock Mech Min Sci 72:173–181

Aglawe JP (1999) Unstable, violent failure around underground openings in highly stressed ground. Ph.D. thesis, Queen’s University at Kingston

Bétournay MC, Gorsky B, Situm M (1986) Tetrauville limestone of the Niobec crown pillars comparison of strength and deformation properties from various tests. Division Report M&ET/MRL 86-144 (TR), Mining Research Laboratories, CANMET, Energy, Mines and Resources Ottawa, Canada, Contrôle de terrains

Brown ET (2012) Risk assessment and management in underground rock engineering—an overview. J Rock Mech Geotechn Eng 4(3):193–204. https://doi.org/10.3724/SP.J.1235.2012.00193

Cai M (2011) Rock mass characterization and rock property variability considerations for tunnel and cavern design. Rock Mech Rock Eng 44(4):379–399

Castro LAM, Bewick RP, Carter TG (2012) An overview of numerical modelling applied to deep mining. In: Azevedo R (ed) Innovative numerical modelling in geomechanics. CRC Press, Taylor & Francis Group, London, pp 393–414

Chen G, Jia Z, Ke J (1997) Probabilistic analysis of underground excavation stability. Int J Rock Mech Min Sci 34:3–4 (paper no. 051)

Corthésy R (2000a) Investigation géomécanique du 3e bloc minier : essais en laboratoire—Mine Niobec. Centre de développement technologique de l’École Polytechnique, Montréal (in French)

Corthésy R (2000b) Mesure des contraintes In-situ: Mine Niobec. Centre de développement technologique de l’École Polytechnique, Montréal (in French)

Corthésy R, Leite MH (2013a) Mesures des contraintes In-situ: Mine Niobec. Centre de développement technologique de l’École Polytechnique, Montréal (in French)

Corthésy R, Leite MH (2013b) Mesures des contraintes In-situ, Mine Niobec—Niveau 2400. Centre de développement technologique de l’École Polytechnique, Montréal (in French)

Desbiens S (1997) Étude géomécanique du massif de carbonatite de la Mine Niobec au niveau 1000 et analyse de stabilité (Projet de fin d’études). Université du Québec à Chicoutimi, Chicoutimi (in French)

Diederichs MS (1999) Instability of hard rock masses: the role of tensile damage and relaxation. Ph.D. thesis. University of Waterloo, Waterloo, Ontario

Diederichs MS, Kaiser PK (1996) Rock instability and risk analyses in open stope mine design. Can Geotech J 33(3):431–439

Diederichs MS, Kaiser PK, Eberhardt E (2004) Damage initiation and propagation in hard rock during tunneling and the influence of near-face stress rotation. Int J Rock Mech Min Sci 41(5):785–812

Dorion JF, Hosseini Z (2013) Implementation of a seismic system at Niobec Mine. In: 47th US rock mechanics/geomechanics symposium, San Francisco, California

Einstein HH (1996) Risk and risk analysis in rock engineering. Tunn Undergr Space Technol 11(2):141–155

Golder (2012) Review of in situ stress measurement at Niobec Mine. Project 002-11-1221-0087 MTA Rev0, February

Grenon M (2013) Essais de laboratoire—Résistance en compression uniaxiale—Résistance en tension indirecte. Laboratoire de mécanique des roches (LMR), Université Laval, Québec (in French)

Griffiths DV, Fenton GA, Lemons CB (2002) Probabilistic analysis of underground pillar stability. Int J Numer Anal Methods Geomech 26:775–791

Guarascio M, Oreste P (2012) Evaluation of the stability of underground rock pillars through a probabilistic approach. Am J Appl Sci 9(8):1273–1282

Heidarzadeh S, Saeidi A, Rouleau A (2018a) Assessing the effect of open stope geometry on rock mass brittle damage using a response surface methodology. Int J Rock Mech Min Sci 106:60–73

Heidarzadeh S, Saeidi A, Rouleau A (2018b) Evaluation of the effect of geometrical parameters on stope probability of failure in the open stoping method using numerical modeling. Int J Min Sci Technol 29(3):399–408

Henning JG. (2007). Evaluation of long-hole mine design influences on unplanned ore dilution. Ph.D. thesis, McGill University, Montreal, Canada

Henning JG, Mitri HS (2007) Numerical modelling of ore dilution in blasthole stoping. Int J Rock Mech Min Sci 44:692–703

Hoek E (2007) Practical rock engineering. https://www.rocscience.com/assets/resources/learning/hoek/Practical-Rock-Engineering-Full-Text.pdf

Hudson JA (1993) Comprehensive rock engineering: principles, practice and projects, vol 5. Pergamon Press, New York

Idris MA (2014) Probabilistic stability analysis of underground mine excavations. Ph.D. thesis, Lulea University of Technology, Lulea, Sweden

Idris MA, Saiang D, Nordlund E (2011) Probabilistic analysis of open stope stability using numerical modelling. Int J Min Miner Eng 3(3):194–219

Idris MA, Basarir H, Nordlund E, Wettainen T (2013) The probabilistic estimation of rock masses properties in Malmberget Mine, Sweden. Electron J Geotech Eng 18:269–287

Itasca (2014) Geomechanical feasibility analyses of caving at Niobec Mine. Ref. 13-2768-62, February

Itasca Consulting Group Inc (2015) FLAC3D—fast Lagrangian analysis of continua in 3 dimensions, Ver. 5.1, user’s guide. Itasca, Minneapolis

Labrie D (1987) Étude de stabilité à la mine Niobec. Projet STM-526, Centre de Recherches Minérales, Supplément No. 4: Essais en laboratoire (in French)

Labrie D (1997) Caractérisation et instrumentation du pilier horizontal situé entre les niveaux 600 et 700 de la zone 102 à la mine Niobec. Rapport LMSM 96-083 (RC), Laboratoires de recherche minière, CANMET, Énergie, Mines et Ressources Canada, Ottawa, Canada (in French)

Labrie D, Conlon B (2005) Essais de compression sur le matériau de la mine Niobec, Saint-Honoré (Saguenay), Québec—résultats finaux. Projet 603 017. 9 p (in French)

Lajoie PL (2010) Caractérisation du massif de carbonatite de la mine Niobec sous le niveau 1000 et analyse de la stabilité du pilier de niveau (Mémoire de maîtrise). Université du Québec à Chicoutimi, Chicoutimi, Canada (in French)

Lalancette S (2018) Dimensionnement des chantiers remblayés de la mine Niobec en utilisant la modélisation 3D. M.Sc. thesis, University of Quebec at Chicoutimi, Chicoutimi, Canada (in French)

Langston RB, Kirsten HAD (2001) Probabilistic assessment of sub-level hanging wall stability at the Stillwater Mine, Nye, Montana. In: The 38th US symposium on rock mechanics (USRMS). American Rock Mechanics Association, Washington, DC, USA

Lavoie C (2018) Analyse de l’effet du remblayage des chantiers souterrains de la mine Niobec sur leur stabilité. M.Sc. thesis, University of Quebec at Chicoutimi, Chicoutimi, Canada (in French)

Lü Q, Low BK (2011) Probabilistic analysis of underground rock excavations using response surface method and SORM. Comput Geotech 38:1008–1021

Martin CD, Kaiser PK, Christiansson R (2003) Stress, instability and design of underground excavations. Int J Rock Mech Min Sci 40(7–8):1027–1047

Milne D (1996) Underground design and deformation based on surface geometry. Ph.D. thesis, Mining Department, University of British Columbia, Vancouver

Pytel W, Świtoń J (2013) Assessment of the impact of geomechanical parameters variability on underground excavations stability using response surface method. Stud Geotech Mech. https://doi.org/10.2478/sgem-2013-0014

Shnorhokian S, Mitri HS, Moreau-verlaan L (2015) Stability assessment of stope sequence scenarios in a diminishing ore pillar. Int J Rock Mech Min Sci 74:103–118

Shnorhokian S, MacNeil B, Mitri H (2018) Volumetric analysis of rock mass instability around haulage drifts in underground mines. J Rock Mech Geotech Eng 10(1):60–71

Thivierge S, Roy D-W, Chown EH, Gauthier A (1983) Évolution du complexe alcalin de St.-Honoré (Québec) après sa mise en place. Mineralium Deposita 18:267–283 (in French)

Vallieres D (2013) NI 43-101 technical report. Update on Niobec Expansion. IAMGOLD Corporation, Quebec

Villaescusa E (2014) Geotechnical design for sublevel open stoping. CRC Press, Boca Raton (ISBN 978-1-4822-1188-7)

Wang J (2004). Influence of stress, undercutting, blasting, and time on open stope stability and dilution. Ph.D. thesis, University of Saskatchewan, Saskatoon, Canada

Zhang Y, Mitri HS (2008) Elastoplastic stability analysis of mine haulage drift in the vicinity of mined stopes. Int J Rock Mech Min Sci 45(4):574–593

Zhao H, Li Z, Kong CS (2016) Probabilistic method to determine the overall rock block failure based on failure mode. Eng Trans 64(1):105–113